A study on hydrological landslide triggering was carried out on ash-co
vered slopes near the city of Manizales (Colombia). The saturated hydr
aulic conductivity of the different soil types and the pressure head f
luctuations in relation to rainfall were determined in order to detect
saturated zones in the soil profile which form preferential zones for
the development of slip surfaces of landslides. Tensiometer measureme
nts revealed saturation in the topsoil as a result of infiltration of
rainfall, in the ashes as a result of a perched water table and at the
soil-bedrock contact as a result of a goundwater table. The location
of the saturated zones in the soil profile proved to be in accordance
with the location of slip surfaces observed in the field. Three landsl
ides were selected for back analysis to establish the pressure heads t
hat could have triggered these landslides. The pressure heads obtained
by back analysis were compared with the measured pressure head ranges
. The back-calculated pressure heads proved to support the conclusions
of the hydrological study.